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. 2021 Oct 14;14(20):6090. doi: 10.3390/ma14206090

Figure 11.

Figure 11

Comparison of average deformations ε [‰] at the top and bottom of concrete members at different load levels P [kN] in beam series: (a) C-I; (b) C-II; (c) C-III (the lines connecting the points are for reference).